FRANKLIN BLVD over MORRISON CREEK

Map

Coordinates:
+38.49149, -121.45670
38°29'29" N, 121°27'24" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	FRANKLIN BLVD over MORRISON CREEK
Structure number:	24C0113
Location:	0.3 MI S OF FLORIN RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	20.7 ft. `[6.3 m]`
Total length:	84.0 ft. `[25.6 m]`
Roadway width between curbs:	83.0 ft. `[25.3 m]`
Deck width edge-to-edge:	99.1 ft. `[30.2 m]`
Skew angle:	14°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1955
Year reconstructed:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	27,036 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	92.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2016	Good	Very Good	Very Good	Good	27036	92.3
June 2014	Good	Very Good	Very Good	Good	29386	92.0
April 2012	Fair	Satisfactory	Good	Satisfactory	29386	81.9
October 2010	Fair	Satisfactory	Good	Satisfactory	24000	92.6
June 2008	Fair	Satisfactory	Good	Satisfactory	24000	92.6
April 2006	Fair	Satisfactory	Good	Satisfactory	24000	91.8
May 2004	Fair	Satisfactory	Good	Satisfactory	30950	91.1
March 2003	Fair	Fair	Satisfactory	Good	30950	90.1
June 2002	Fair	Fair	Satisfactory	Good	30950	90.1
August 1998	Good	Good	Good	Good	30950	91.1
August 1992	Fair	Satisfactory	Good	Good	30950	91.5
March 1990	Fair	Satisfactory	Good	Good	30950	91.5

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	27	8	19	0	0
Reinforced Concrete Abutment	linear ft.	71	71	0	0	0
Steel Pile	each	14	0	12	2	0
Reinforced Concrete Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	83	83	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	51	50	1	0	0
Deck
Reinforced Concrete Slab	sq. ft.	773	751	22	0	0
Wearing Surfaces	sq. ft.	648	162	486	0	0